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SLAB <br />50'-0" <br />3V-8" <br />ot'—; <br />19'-4" <br />TOP OF <br />27'-2• <br />18'-0" ' <br />o <br />SLAB <br />0-1 <br />r�-\+ <br />� <br />3 <br />q'•4"\` 3'-2' 3'-2' 10'-4' <br />8'4" <br />F2-30X304"CONC. <br />SLABF4' <br />IL <br />PVC`.\CHASE <br />F7 <br />`«lO� <br />Q `\U�,1" PVC CHASE <br />o <br />V <br />Q ti ` \ FOR ELEC. @ <br />EXTEND FM-16Xi8 <br />I O � ` ISLAND <br />`T <br />SLAB 1 1/2" 1 <br />27-2" <br />TO1'? <br />I <br />SLAB <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE -0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />`\\ <br />I <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. <br />\ `\\ <br />I <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />,R <br />-3 14A IF `\\ <br />�``\ <br />' <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />\ <br />�``\ <br />I <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />I <br />` �``\ <br />SERVICES. <br />LL I <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/7 FELT PAPER AT THE JOINT. <br />I <br />iv <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />2 \\ <br />DRAWINGS. <br />1,1\`\\ <br />4 <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />\\\\` <br />1 <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />iv <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />\\` <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />Ix `\\\ <br />I <br />11.0INOICATES #5 BAR IDINDICATES #6 BAR, ENDICATES 97 BAR VERTICAL <br />` ` <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />%%% <br />ILL <br />o <br />I <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90• <br />�\a <br />c <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 _ <br />30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />4 <br />20'4" <br />29'-4" <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />IN <br />iv <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />- <br />14. VERTICAL REINFORCING IN CMU SHALL BE #SS AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />N <br />I <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />4 <br />`q� <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" ORS" <br />. <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />I. <br />iv <br />3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />• <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />N <br />f <br />I <br />CODE, RESIDENTIAL, Rh EDITION <br />I <br />N <br />TE2 — — <br />I <br />I <br />1 I <br />8 <br />v <br />1.1 <br />1.1 <br />7 <br />1.1 <br />-51/2 <br />5 2'3• Ii5 <br />1.1 <br />2 2'-8" 2'4r <br />S-6• I3 <br />�c <br />m <br />1• 16'-10• <br />1a-1o• I <br />�I <br />EXTEND <br />LL <br />SLAB 1 1/2' <br />Y <br />N ry <br />I wa o <br />11 <br />1, L <br />M-18X18 <br />N <br />N <br />QJ <br />N <br />F1-24X24 <br />o <br />N <br />Im <br />c <br />31n <br />N <br />m <br />11' <br />v <br />FMC-18X18 <br />3' 5"1,-0 <br />"CON <br />. <br />SLAB <br />7-W <br />4 2 <br />I <br />44' (� <br />1 <br />1.1 <br />o a <br />FM_1 18 <br />Iu�. <br />-7112;� q <br />FM-16X98 <br />1.1 <br />Y <br />F1-24X24 _ _ — <br />- <br />FM-16X18 <br />---- --— <br />u <br />Fri <br />e <br />TE-1 _�• <br />FOUNDATION PLAN <br />4" <br />5'-0" <br />4 <br />20'-W <br />9'-4" <br />7'-8" 13'-0" <br />SCALE: 1/4" = 1'-0" <br />50'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6z6 W7.4xW1.4 OVER <br />GENERAL <br />3 i/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-16x16 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC•16k16 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />Ft-24z24 <br />24" <br />24" <br />12" <br />s <br />() s <br />(-�4" BELOW GRD <br />TEA <br />6' <br />SEE PLAN <br />8" <br />- <br />1 s <br />(-��• <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1 s <br />_ <br />(-p'-0• <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12' <br />#5 IN CURD <br />VARIES <br />F7-30X30 <br />30" <br />30" <br />12" <br />(3) AS's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30' <br />30" <br />12" <br />(3) it5's <br />(3) #5's <br />-)12"BELOW GRO <br />7A41 N. Po)NALD REAGAN BLVD. <br />OPoANDO, FL 32760 <br />F'H: 407-774E078 <br />FAX: 407-774-0078 <br />www.abdesigngroup.wm <br />AA #: 0003326lam <br />LDRAFTING BY: <br />TAMPA, <br />DESIGN GROUP <br />RAFTING INC. <br />AUMONT CfilRER BLVD. <br />SURE 1004 <br />FLOPoDA 33834: 813.888.2628K 8138862802 <br />avHa:v. de LOT: <br />SILVERADO <br />LOT #16 <br />BLK #14 <br />PROJECT/T <br />7 — <br />2795—B <br />GARAGE 9MNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />